HomeMy WebLinkAboutPLANS6UANNED
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BY MIN, SETBACK REG,
St. Lucie County
FP33 FRONT
v
sat-&t
FA #10080462 SIDES
CNR SIDES
2651 MINUTE MAID ROAD REAR
FT. PIERCE, FL 34945 ZNc. 'S
TECH.
TENANT IMPROVEMENT - FWLL 1st CAR
LOCATION MAP
APPROVALS
DESIGN CRITERIA
INDEX OF DRAWINGS
- FLORIDA BUILDING CODE, 5th EDITION (2014)
ANSI/EIA/TTA-222-G (ALLOWED PER EXEMPTION J5 OF 1609.1)
H
'
DESCRIPTION
REV.
T-1
TITLE SHEET
ASCE 7-10
Vult = 152 MPH
Vasd = 118 MPH (NOMINAL)
PROPERTY OWNER DATE
GN-1
GENERAL NOTES, ABBREVWTIONS
1#
ITE LOCATION
RISK CATEGORY= II
EXPOSURE=C
IMPORTANCE FACTOR= 1.0
- NATIONAL ELECTRICAL CODE, 5TH EDITION (NFPA 70-2011)
- FLORIDA FIRE PREVENTION 5TH EDITION
- CONTRACTOR TO CONFIRM THAT THE SITE IS COMPLIANT WITH
RF WARNING SIGNAGE & EMERGENCY SIGNAGE AS REQUIRED
RF ENGINEER DATE
ARCHITECTURAL / CML PLANS
C-1
SITE PLAN
CONSTRUCTION DATE
STRUCTURAL PLANS
SITE ACQUISITION DATE
S-1
TOWER ELEVATION
ZONING DATE
S-2
ANTENNA ORIENTATION
BY THE FEDERAL GUIDELINES CONTAINED WITH GET 65
BULLETIN & AS PER AT&T GUIDELINES
S-3
MISCELLANEOUS DETAILS
"
NETWORK DATE
CONSTRUCTION NOTES
S-4
MISCELLANEOUS DETAILS
OPERATIONS DATE
1, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL
IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR
ELECTRICAL PLANS
CONTRACTOR DATE
E-1
ELECTRICAL DETAILS
BE RESPONSIBLE FOR SAME
2. CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE.
VICINITY MAP
PROJECT SUMMARY
IS PR JEcr coNslsrs oF-TNE NsraunnoNFOF:
3) NEW'-ANTENNAs-(3)-NENTRRUS=32 ('I')'NEW'bC6 ) DC2,
(1) NEW FIBER TRUNK, (2) NEW DC POWER CABLE, (6) NEW
T'^A• AND ALL ASSOCIATED WORK.
SITE NAME: FP33
FA SITE NUMBER: 10080462
CONTACTS
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PROJECT INITIATIVE FWLL 1st CARRIER
FOLIO #: 1231-111-0003-000-5
COUNTY: ST. LUCIE COUNTY
JURISDICTION: Sf. LUCIE COUNTY
SITE COORDINATES: 27.4832833'
-80.5669861'
STRUCTURE TYPE: SELF SUPPORT TOWER
TOWER HEIGHT: 250'-0' AGL
ANTENNA C.L. HEIGHT: 195'-0" & 162'-0• AGL
APPLICANT:
AT&T MOBILITY ST. LUCIE I�IUN f
2001 NW 64TH STREET , ;L� L-•
SUITE 100, FLOOR 1 Pvy' REA
FT. LAUDERDALE, FL 33309 VL
TOWER OWNER:
CROWN CASTLE
6420 CONGRESS AVE Bum -
SUITE 200
BOCA-RATON, FL 33487
ENGINEER: ELEC'
GOFF COMMUNICATIONS
2130 A HLEYCHAPOAKSIR., SUI 1QQ)ATE'
WESLEYCONTACT: DARRYL J. KROEZE, .E.PLUMS:
PHONE: (813) 994-0365
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DRIVING DIRECTIONS
PROJECT REFERENCES
I FORMATION
FROM AT&T's BOCA RATON OFFICE, HEAD NORTH ON 1-95 FOR 27.5 MILES TO EXIT
76 (W BLUE HERON BLVD), CONTINUE NORTH ON W BLUE HERON BLVD FOR 1.0
MILES TO BEE LINE HWY. HEAD NORTH ON BEE LINE HWY FOR 1.8 MILES TO
FLORIDA'S TURNPIKE, CONTINUE NORTH ON FLORIDA'S TURNPIKE FOR 45.8 MILES TO
1. THESE PLANS WERE COMPLETED PER FWLL 1C RFDS DATED
03/11/16. CONTRACTOR SHALL REQUEST CURRENT RFDS &
WORKBOOK FROM CONSTRUCTION MANAGER PRIOR TO
CONSTRUCTION.
1. THIS IS AN UNMANNED FAC+YVD4Wt1LL-W-MrF4 THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF
PROVIDING PUBLIC CELLULAR
- -
2. AT&T CERTIFIES THAT THIS EQUIPMENT FACILITY WILL BE SERVICED ONLY BY AT&T EMPLOYEES AND SUBCONTRACTORS AND
EXIT 152 (KINGS HWY). HEAD NORTH ON KINGS HWY FOR 2.4 MILES TO ORANGE AVE,
TURN LEFT AND HEAD WEST ON ORANGE AVE FOR 9.9 MILES TO MINUTE MAID ROAD,
THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE
FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES ONLY.
TURN RIGHT AND HEAD NORTH ON MINUTE MAID ROAD FOR 2.4 MILES, HEAD WEST ON
LOCAL ROAD FOR 0.5 MILES TO SITE ON LEFT SIDE OF ROAD.
3. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION.
4. NO WASTEWATER WILL BE GENERATED AT THIS LOCATION.
ro
5. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION.
REV
DATE
DESCRIPTION
A
05/11/16
PREDWNARY CD'S REV A
B
05/2D/16
REV '6'
0
D5/31/lt
ISSUED REV '0"
1
2
3
4
5
fi
7
8
USA PROJECT NO_ 02160005-14
DRAWN W..
1 CHECKED SY.
CS
KH
2001 NW 64TH STREET
SUITE 100. FLOOR 1
FT. LAUDERDALE FL 33309
-AasTec
Network Solutions
6100 BROKEN SOUND PARKWAY
SUITE 6
BOCA RATON FL 33487
PREPARED BY:
®IENGINEERING
2130 ASHLEY OAKS CIRCLE
SURE 102
WfSLEY CHAPEL, FL 33544
(813) 994-0365
FL COA #31705
\`NO`yL JOH)V
�� � •��GENg�
53092
i
DARRYL KROEZE, PE
FL PROFESSIONAL ENGINEER LIC. N 53092
FP33
FA #10080462
2651 MINUTE MAID ROAD
FT. PIERCE, FL 34945
SHEET DESCRIPTION
TITLE SHEET
SHEET NUMBER
T-1
ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN
AT&T OR IT'S DESIGNATED REPRESENTATIVE.
ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE
CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE
CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT
DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR
IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY,
THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE
IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE
STATE AND/OR COUNTY IN WHICH IT IS TO BE PERFORMED.
UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT
DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL
APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE
PROCEDURES TO BE USED ON THIS PROJECT.
ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL
BE FOLLOWED EXACTLY AND SHALL SUPERCEDE ANY CONFUCTING
NOTES ENCLOSED HEREIN.
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE
ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF
THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION
AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT UMITED TO,
THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE
DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED
AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE
COMPLETION OF THE PROJECT.
ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON
THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE
TESTING AGENCY PRIOR TO BEGINNING ANY MATERIALS ORDERING,
FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY
DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE
RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK.
THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION
VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT
INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION
PROCEDURES.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER. THE REQUIREMENTS
FOR AND LIMBS OF OVERHEAD AND/OR UNDERGROUND ELECTRICAL SERVICE,
5. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF NEW UNDERGROUND
TELEPHONE SERVICE WITH THE TELEPHONE UTILITY AND THE OWNER'S REQUIREMENTS.
6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED AND TESTED SATISFACTORY PRIOR
TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE
UMITS OF PAVEMENT.
ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF
GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE
WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST
BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER
AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL
FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE
MATERIALS AND EQUIPMENT BEING SUBSTITUTED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING,
AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN
CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR
INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL
APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS
GOVERNING THIS WORK.
ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION
OF THE LOCAL BUILDING CODE.
10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED
BY OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY
NOTED OTHERWISE HEREIN.
11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR
SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK
SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR
APPROVAL.
12. PREFABRICATED BUILDING INSTALLATION SHALL BE IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
UTILmES
1. CONTRACTOR SHALL CONTACT A SUBSURFACE UTILITY LOCATOR FOR LOCATION OF
EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTMTIES.
LOCATION OF EXISTING SEWER, WATER UNES, GAS LINES, CONDUITS OR OTHER
STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISE ALONG THE LINE OF PROPOSED
WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY
APPROXIMATELY CORRECT. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR
VERIFYING LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES (INCLUDING
TEST PITS BY HAND IF NECESSARY) IN AREAS OF CONSTRUCTION PRIOR TO STARTING
WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT
FROM THAT SHOWN ON THE PLANS, OR IF THERE APPEARS TO BE A CONFLICT. FOR
ASSISTANCE IN LOCATING EXISTING UTILITIES CALL -NO CUTS-, 1-800-432-4770.
2. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH APPROPRIATE
UTILITY OWNERS AND CONSTRUCTION MANAGER.
3. DAMAGE BY THE CONTRACTOR TO UTUTIES OR PROPERTY OF OTHERS, INCLUDING
EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY THE CONTRACTOR DURING
CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUC11ON CONDITIONS BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT. FOR GRASSED AREAS SEED AND
STRUCTURAL STEEL NOTES-
1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE
A.I.S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE
STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND
THE A.I.S.C. CODE OF STANDARD PRACTICE.
2. STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM
A26. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B.
ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B.
ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLES SHALL BE
HOT DIP GALVANIZED AFTER FABRICATION.
3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING
SOCIETY (AWS) D.1.1/D1.1M:2010. STRUCTURAL WELDING CODE -STEEL WELD
ELECTRODES SHALL BE E70XX.
4. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT
SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE
CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL
CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION
HARDWARE SHALL BE STAINLESS STEEL.
5. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND INFORM OWNER OF ANY DISCREPANCY BEFORE
STARTING CONSTRUCTION.
6. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE
WITH THE REQUIREMENTS OF ACI 318-08 AND ACI 301-08, AND SHALL HAVE A 28
DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI (U.O.N.). CONCRETE SHALL BE
PLACED AGAINST UNDISTURBED SOIL UNLESS OTHERWISE NOTED. MINIMUM CONCRETE
COVER SHALL BE 3 INCHES UNLESS OTHERWISE NOTED.
7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60,
DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING
SHALL CONFORM TO ASTM A185,
8. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL
CONFORM TO THE LATEST A.I.S.C. SPECIFICATIONS.
9. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL
BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH
A.I.S.C. SPECIFICATIONS.
10. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER
FABRICATION WHERE PRACTICAL GALVANIZING: ASTM A 123. ASTM,
A 153/A 153M OR ASTM A 653/A 653M, G90. AS APPUCA13LF
11. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND
PAINT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR
THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF
GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM
WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED
WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALUCS. IN
STICK OR PASTE, SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES
TO BE COATED AND WIPE OFF EXCESS MATERIAL
12. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS
IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S
SPECIFICATIONS ARE STRICTER.
PERMTS
CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL
APPLICABLE GOVERNMENTAL AGENCIES.
ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S
RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL
CONDITIONS AND REQUIREMENTS OF THE PERMITS.
ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE ACI 318-08.
'BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE'.
THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY
OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE
FOR SUBGRADE IN ITS PRESENT STATE IF THE MATERIAL, AFTER REWORKING, REMAINS
UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE
WITH APPROVED MATERIAL AT HIS EXPENSE. ALL SUBGRADES SHALL BE PROOFROLLED
WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING. ANY SOFT
MATERIAL SHALL BE REWORKED OR REPLACED.
THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER
DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE
OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO
MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION.
ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO
COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES
ARE DISCOVERED.. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS
AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A
DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY
GOVERNING AGENCY INSPECTORS.
MISCELLANEOUS
1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL
CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTNERS FOR STRUCTURAL STEEL
FRAMING SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 5/8- MIN. DIA. BEARING
TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS,
NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO
CONCRETE SHALL BE STAINLESS STEEL
2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE
CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL
3.NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY
NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION.
4.PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS.
USE STAINLESS STEEL HARDWARE THROUGHOUT.
5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND
CONNECTIONS.
B. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS.
ALL BENDS TO BE A MIN. OF 8' RADIUS.
7.FOR GROUNDING TO BUILDING FRAME AND HATCH PLATE GROUND BARS, USE A TWO -BOLT
HOLE NEPA DRILLED CONNECTOR SUCH AS T&B 32007 OR APPROVED EQUAL
&FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL
PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS 'NO -OXIDE A' BY DEARBORN
CHEMICAL COMPANY.
9.REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING
RUST AND APPLYING COLD GALVANIZATION.
IOALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES
NOT TO EXCEED 3' OR THE CABLE MANUFACTURERS SPECIFICATIONS WHICHEVER IS LESS,. WITH
HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL
REPORT.
11THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING
THREE (3) TYPE -WRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE
PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE AT&T. THIS TEST SHALL BI
PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE SITE.
12ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE
LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION. DUE
TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA
CABLE LENGTHS PRIOR TO ORDER.
REV
GATE
OFSCRPRON
A
05/I1/16
PREULIINMTY COS REV A
8
W/20/16
REV -6-
0
)5/31/11
ISSUED REV -0-
t
z
3
4
5
6
7
8
USA PROJECT NO.: 02160005-14
oRawN Br.
cHFcl® ar:
cs
Kx
2001 NW 64TH STREET
SUITE 100, FLOOR 1
FT. LAUDERDALE FL 33309
-AasTec
Network Solutions
6100 BROKEN SOUND PARKWAY
SUITE 6
BOCA RATON FL 33487
REPARED BY:
GIUSA
2130 ASHLEY OAKS CIRCLE
SURE 102
WESLEY CHAPEL FL 335"
O • 53092
STATE OF
DARRYL KROEZE, PE
PROFESSIONAL ENGINEER UC N 53092
FP33
FA #10080462
2651 MINUTE MAID ROAD
Fr. PIERCE, FL 34945
GENERAL NOTES,
ABBREVIATIONS
SHEET NUMBER
G N-1
NOTES
1. CONTRACTOR TO FILL ANY EXISTING
GRAVEL AREAS THAT ARE DISTURBED
DURING THE COURSE OF
CONSTRUCTION, GRAVEL TO MATCH
EXISTING.
2. THE CONTRACTOR TO ENSURE THAT NO
DAMAGE OR DEBRIS OCCURS ON THE
ADJACENT PROPERTIES.
3. THE CONTRACTOR SHALL SEED ALL
DISTURBED AREAS WITH LOW
MAINTENANCE NATIVE GRASS AND
COVER WITH APPROVED STRAW.
4. CONTRACTOR SHALL PROVIDE ALL
REQUIRED EROSION CONTROL
TECHNIQUES AND BEST MANAGEMENT
PRACTICES PER LOCAL AND AND STATE
REQUIREMENTS AS APPUCABLE.
5. NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND INFORM
ARCHITECT/ENGINEER OF ANY
DISCREPANCY BEFORE STARTING
CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR MODIFYING
THE RAYCAP INSTALL ON THE TOWER TO
ACCOMMODATE THE QUANTITY OF RRU'S.
THE CONTRACTOR MUST FIELD VERIFY
ALL MEASUREMENTS AND FIELD
CONDITIONS PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
CALL FLORIDA 811
ONE CALL - DIAL 811
CALL 3 WORKING DAYS
BEFORE YOU DIG
1-800-6384097
0
x—x
x —x x —x—x —x —x —x—x
SITE PLAN
C-, SCALE:,'=,0'
SCALE BASED ON 11-h17' ONLY
_x-x-x _x-x
0 PY
REV
DATE
DESCRIPTION
A
05/11/16
PREUWNARY CD'S REV A
B
05/20/16
REV -B.
0
/31/1
ISSUED REV -0-
1
2
3
4
5
6
7
e
USA PROJECT NO.: 02160005-14
DRAWN Df:
CHECIQD 0Y:
CS
m
at&t
2001 NW 64TH STREET
SURE 100, FLOOR 1
FT. LAUDERDALE FL 33309
e-MasTec
Network Solutions
6100 BROKEN SOUND PARKWAY
SUITE 6
BOCA RATON FL 33487
PREPARED BY:
®IENGINEERING
21M ASHLEY OAKS CIRCLE
SUITE 102
WES EY CHAPEL, FL 33544
(813) 994-0365
FL COA 031705
. ��cenisF ,v(��Yx c
JUN V6 20996
DARRYL KROEZE, PE
FL PROFESSIONAL ENGINEER LIG # 53092
<7 A' 3
FA #10080462
2651 MINUTE MAID ROAD
Fr. PIERCE, FL 34945
SHEET DESCRIP110N
SITE PLAN
SHEET NUMBER
C-1
- 4'- r
NOTES:
1. A STRUCTURAL ANALYSIS SHALL BE PERFORMED
BY THE OWNER'S AGENT TO CERTIFY THAT THE
EXISTING/PROPOSED COMMUNICATION
STRUCTURE AND COMPONENTS ARE
STRUCTURALLY ADEQUATE TO SUPPORT ALL
EXISTING AND PROPOSED ANTENNAS, COAXIAL
CABLES AND OTHER APPURTENANCES. THE
OWNER'S AGENT SHALL FURNISH A
CERTIFICATION LETTER SEALED BY A
REGISTERED PROFESSIONAL ENGINEER STATING
THAT THIS STRUCTURAL ANALYSIS WAS
PREPARED IN ACCORDANCE WITH ALL
APPLICABLE CODES AND STANDARDS.
2. IF ANY WORK IS PERFORMED AT THIS SITE
THAT REQUIRES THE SITE TO BE OFF AIR OR
TURNED DOWN, THE SWITCH IS TO BE NOTIFIED
48 HOURS PRIOR TO CONSTRUCTION VIA
NCR/CTS.
3. INSTALLATION SHALL BE CONDUCTED BY FIELD
CREWS EXPERIENCED IN THE ASSEMBLY AND
ERECTION OF RADIO ANTENNAS, TRANSMISSION
LINES, AND SUPPORT STRUCTURES. ANTENNA
WORK TO BE INSTALLED PER THE
REQUIREMENTS OF THE TOWER
MANUFACTURER'S SPECIFICATION.
4. ANTENNA AND MOUNT DESIGN MUST COMPLY
WITH TIA-ELA-222-G AND ALL LOCAL CODES.
5. CONTRACTOR TO PROVIDE THE PROPER COAX
JUMPER SUPPORT ATTACHMENTS TO THETOWER
AND ANTENNA MOUNT.
CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE
RAYCAP INSTALLED ON THE TOWER TO ACCOMODATE
THE QUANTITY OF RRU'S.
THE CONTRACTOR MUST FIELD VERIFY ALL
MEASUREMENTS AND FIELD CONDITIONS PRIOR TO
THE COMMENCEMENT OF CONSTRUCTION.
NOTES
1. REFER TO LATEST RFDS
2. ADJUST ANTENNA MOUNTS AS REQUIRED TO
ACHIEVE THE AZIMUTH SPECIFIED AND LIMIT RF
SHADOWING
3. UNLESS NOTED OTHERWISE THE CONTRACTOR
MUST PROVIDE ALL MATERIAL NECESSARY.
4. CONTRACTOR TO RETURN ALL EXISTING ANTENNAS
BEING REMOVED TO AT&T.
TOWER ELEVATION
SCALE: N.T.S.
TOP DF TOWER
ELEV. = 250'-0" AGL
JO
rL OF EXISnNG AND
PROPOSED AT&T ANTENNAS OL
ELEV. = 195 -0 AULIF
CE OF EXISTING AND
PROPOSED AT&T ANTENNAS
ELEV. = 162 -0 AGL
XISTING SELF SUPPORT TOWER
'ROPOSED AT&T CABLES TO BE
20UTED UP THE TOWER PER
SRUCTURAL ANALYSIS.
1v :
REV
OATS
DESCRIPTION
A
05/11/16
'PREUMINARY CD'S REV A
B
05/20/16
REV *8"
0
T513111t
ISSUED REV -0-
2
-2-
4
5
6
7
6
USA PROTECT NO.: 02160005-14
DRAWN tiY:
CHEC: W.-
CS
KH
eiatm
2001 NW 64TH STREET
SUITE 100, FLOOR 1
FT. LAUDERDALE FL 33309
•:.IasTec
Network Solutions
6100 BROKEN SOUND PARKWAY
SUITE 6
BOCA RATON FL 33487
REPARED BY:
®USA .
ENGINEERING
2130 ASHLEY OAKS CIRCLE
SURE 102
WESLEY CHAPEL FL 335"
o`` I Lt%-J',';W ''��i
Q• 53AAD4� a
JUN 0 201
DARRYL KROEZE, PE
FL PROFESSIONAL ENGINEER UC N 53092
FP33
FA #10080462
2651 MINUTE MAID ROAD
Fr. PIERCE, FL 34945
SHEET DESCRIP110N
TOWER ELEVATION
SHEEF NUMBER
S-1
EXISTING ANTENNA IN
POSITIONS #3 & #4 TO REMAIN
(2 PER SECTOR, 6 TOTAL)
EXISTING RRUS-11 IN POSITION 13
TO BE REMAIN AND RELOCATED TO
NEW BACK TO BACK MOUNT
(1 PER SECTOR, 3 TOTAL)
162'-0"
AGL
EXISTING RAYCAP
DC FIBER DEMARCATION BOX
MODEL #DC6-48-60-18-8F TO
REMAIN
EXISTING ANTENNA IN
POSITIONS #3 & #4 TO REMAIN
(2 PER SECTOR, 6 TOTAL)
EXISTING RAYCAP DC FIBER
DEMARCATION BOX MODEL
#DC2-48-60-0-9E
EXISTING ANTENNA IN
POSITIONS #3 & #4 TO REMAIN
(2 PER SECTOR, 6 TOTAL)
B4
mo
B3
SECTOR 2 (BETA)
AZ. - 90'
62
81
gEXISTING ANTENNA CONFIGURATION DETAIL
5-2 SCALE: N.T.S.
EXISTING RRUS-11 IN POSITION #3
TO BE REMAIN AND RELOCATED TO
NEW MOUNT
(1 PER SECTOR, 3 TOTAL)
PROPOSED RAYCAP DC FIBER
DEMARCATION BOX MODEL
#DC2-48-60-0-9E
162'-0"
AGL
EXISTING RAYCAP
DC FIBER DEMARCATION BOX
MODEL #DCG-48-60-18-8F TO
REMAIN
PROPOSED RAYCAP
DC FIBER DEMARCATION BOX
MODEL #DC6-48-60-18-BF
PROPOSED TMA IN POSITION #1
(2 PER SECTOR, 6 TOTAL)
PROPOSED RRUS-32 INSTALLED
ON BACK -TO -RACK RRU MOUNT
BEHIND ANTENNA IN POSITION #1
(TYPICAL FOR EACH SECTOR)
EXISTING ANTENNA IN
POSITIONS #3 & #4 TO REMAIN
(2 PER SECTOR, 6 TOTAL)
B4
SECTOR 2 (BETA)
AZ. - 90'
B3
81 seLyDR z
AZ c (BE)4/
T10.
n PROPOSED ANTENNA CONFIGURATION DETAIL
S•2 SCALE: N.T.S.
PROPOSED RRUS-32 INSTALLED
EXISTING RAYCAP DC FIBER ON BACK-TO-BACK RRU MOUNT
DEMARCATION BOX MODEL BEHIND ANTENNA IN POSITION #1
#DC2-48-60-0-9E 195'-0• (TYPICAL FOR EACH SECTOR)
AGL PROPOSED TMA IN POSITION #1
XISTIN ATE
ff - M011Ei� (2 PER SECTOR, 6 TOTAL)
(1 PER SECTOR, 3 TOTAL)
3p `
EXISTING RRUS-11 IN POSITION #3 6
O TO BE REMAIN AND RELOCATED TO �`
G1 NEW BACK TO BACK MOUNT G1
(1 PER SECTOR, 3 TOTAL)
e�
EXISTING ANTENNA IN
C'2 POSITIONS #3 & #4 TO REMAIN C'2
(2 PER SECTOR, 6 TOTAL)
ndG4
0
N
n EXISTING ANTENNA CONFIGURATION DETAIL
S-t SCALE: N.TS.
PROPOSED RAYCAP
DC FIBER DEMARCATION BOX
MODEL #DC2-48-60-0-9E
EXISTING RRUS-11 IN POSITION #3
TO BE REMAIN AND RELOCATED TO
NEW MOUNT
(1 PER SECTOR, 3 TOTAL)
EXISTING ANTENNA IN
POSITIONS #3 & #4 TO REMAIN
G3 (2 PER SECTOR, 6 TOTAL)
b
N
n
ro G4
o
PROPOSED ANTENNA CONFIGURATION DETAIL
REV
MTE
DESCR6'RON
A
0/11/16
PRa1WNARY M'S REV A
B
05/20/16
REV -s-
o
5/31/1
ISSUED REV -0-
1
2
-1-
4
5
fi
7
e
USA PROJECT NO.: 02160005-14
DRAWN 6Y:
CHECKED EN:
CS
KH
I
2001 NW 64TH STREET
SUITE 100, FLOOR 1
FT. LAUDERDALE R 33309
eftsTec
Network Solutions
6100 BROKEN SOUND PARKWAY
SURE 6
BOCA RATON FL 33487
PREPARED BY:
®IENGINEERING
2130 ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL FL 33544
(365 L COA #3 7
&W2 s Niu'
's
JUN 0
DARRYL KRDEZE, PE
FL PROFESSIONAL ENGINEER UC.653092
FP33
FA #10080462
2651 MINUTE MAID ROAD
Fr. PIERCE, FL 34945
ANTENNA
ORIENTATION
6NEIT NUMBER
S-2
Ibielbi
n KATHREIN 800108665
SJ SCALE: N.T.S.
10.75'
NDiFC-
1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S
RECOMMENDATIONS.
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A 'SNUG TIGHT
CONDITION AS DEFINED BY AISC.
3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN
15 FEET FROM ALL RRH'S.
n DC2-48-60-0-9E DETAIL
S-2 SCALE: N.T.S.
PROVIDED W/ ANTENNA
PROPOSED PIPE MOUNTING
BRACKET PROVIDED W/
ANTENNA
PROPOSED AT&T
ANTENNA
PROPOSED PIPE MOUNTING
BRACKET PROVIDED W/
ANTENNA
ANTENNA MOUNTING
PIPE
n ANTENNA MOUNTING DETAIL
SJ SCALE: N.T.9.
MISCELLANEOUS MATERIALS SCHEDULE
DESCRIPDON
MODEL NUMBER
QUANTRY
SNAP -IN HANGER
TH496-DC114
60
HANGER ADAPTER GROMMET
CX608-HAO711
60
HOISRNG GRIP
CX051-HG38PL
1
HOISING GRIP
CXOB-HC12PL
-
GROUNDING 0
1 -
I -
FIBER OR DC BUNDLE
SNAP IN HANGER
ROSDIBDRGER PART NO.
1H496-DC114 OR MUNNENI
HANGER ADAPTER GROMMET -
ROSENBERGER PART NO.
CX608-MMO OR EOINALEM
DOUBLE CLAMP
NOTES:
I. RUM TO JSA DOCUMMES FOR EMT CARE NUMBER AND
MANUFACMRFR SPEOFICARONS FOR PROPER GROMMEB AND
HANGER TO SUPPORT THE FIBER AND DC CABLE BUNDLES.
2. REFER TO SRUCIURAL ANALYSIS FOR D= CARE ROUTING
AND MOUNRNG CONFIGURATION.
FIBER BUNDLE
RANGER ADAPTER GROMMET -
ROSBNBERCER PART NO.
CX608-HAD711 OR EQUMAIEM
SNAP IN HANGER
ROSQIBERGER PART NO.
TH496-DC114 OR EQUIVALENT
n HANGER ADAPTER GROMMET DETAILS
A <� / SCALE: N.T.6.
SNAP IN HANGER
REV
DATE
DESCRIPTION
A
05/11/16
PREUIDNARY CD'S REV A
B
0/20/16
REV -B-
0
D5/31/If
ISSUED REV -0'
1
2
3
4
5
6
7
6
USA PROIECr NO.: 02160D05-14
DRAWN BY:
WECIQD BY:
a
KH
2001 NW 64TH STREET
SUITE 100, FLOOR 1
FT. IAUDERDALE FL 33309
-AasTec
Network Solutions
6100 BROKEN SOUND PARKWAY
SUITE 6
BOCA RATON FL 33487
PREPARED BY:
®IENGINEERING
21M ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL FL 33544
(813) 994-0365
FL CON 031705
JL"
O -; ��GEF1S
DARRYL KROEZE, PE
FL PROFESSIONAL ENGINEER UC. # 53092
FP33
FA #10080462
2651 MINUTE MAID ROAD
FT. PIERCE, FL 34945
MISCELLANEOUS
DETAILS
S-3
_ -ft_
EXISTING MOUNTING PIPE
�%
MIN. 2' TO MAX. 4' ANTENNA
11'
GALVANIZED PIPE a
N
DOME ERICSSON RRU SUPPORT KIT
SECURING BAND PART/SXK 107 2839/1
_ AND /SXK 107 2839/2
(OR APPROVED EQUAL)
REV
DATE
DESCRIPTION
A
O5/11/16
PREIflA ! C05 REV A
B
05/20/16
REV 'B'
0
D5/31/IE
ISSUED REV '0'
1
2
3
4
5
6
7
e
USA PROJECT NO-' 02160005-14
DRAWN BY:
CHECKED W.
CS
KH
UP FOR RAYCAP SUPPLIED ATFACHNG DC6 POLE MOUNTING (OVP) TO BASEBRACKETS ASSEMBLY (TYP)e)at&t
2001 NW 64TH STREET
B SUITE 100, FLOOR 1
YCAP SUPPLIED FT. LAUDERDALE FL 33309
REfidualiaH BASE ASSEMBLY •: a s T e c
CABLE TIE BAR POWER CABLE
18.5' INGRESS PORTS
RRU W/ RRU Network Solutions
NOTES: A2 MODULE
1. UNIT SHALL BE MOUNTED AS PER MANUFACTURER'S RECOMMENDATIONS. 6100 BROKEN SOUND PARKWAY
2. CONTRACTOR SHALL TIGHTEN ALL BOLTS TO A "SNUG TIGHT' CONDITION SURE 6
AS DEFINED BY AISC. BOCA RATON FL 33487
3. CONTRACTOR SHALL INSTALL RAYCAP DISTRIBUTION UNIT WITHIN 15 FEET
FROM ALL RRH'S.
PREPARED BY:
n DC6-48-60-18-8F MOUNT DETAIL
5-0 BCALE:N.TS. ®IENGINEERING
21M ASHLEY OAKS CIRCLE
SUITE 102
WESLEY CHAPEL, FL 33544
(813) 994-0365
FL COA 631705
NOTE:
i RIC� OF a� 32 DETAIL IS DAGRAMMATIC. CONTRACTOR
-DIMENSIONS (H z W z D): TO INSTALL RRU'S AND/OR RRU'S W/A2 `\\\
\\\
27.2' x 12.1• x 7.0" (INCLUDES SUNSHIELD) MODULES ON RRU MOUNT BEST SUITED
-WEIGHT: 60 LEIS FOR ANTENNA CONFIGURATION.
-WCS A+B BLOCKS: TX = 2350-2360 MHz - Q".• �,\GEN4j' •
• j
-CPRI 2 PORTS x 10RX GBP52305-2315 MHz BACK VIEW : F
_ s
e • �
Tm
ANTENNA .(;S" • -.,.Moo
Q• :Q
ss� 4,•
/INAL
EXISTING MOUNTING PIPE
RICSSON RRU ART SSXK 107S2839/1 UPPORT KIT
JUN 06 20 6
AND /SXK 107 2839/2
#
(OR APPROVED EQUAL) DARRYL KROE LI
F
FL PROFESSIONAL ENGINEERR LTC. 53092
111
mail "
.PI
"33
RRU W/ RRU i FA #10080462
A2 MODULE
NOS; 2651 MINUTE MAID ROAD
T� DETAIL IS DIAGRAMMATIC. CONTRACTOR FT. PIERCE, FL 34945
TO INSTALL RRU'S AND/OR RRU'S W/A2
MODULES ON RRU MOUNT BEST SUITED SHEET DESCmPDON
NOTE:
FOR ANTENNA CONFIGURATION.
RRUS CAN ONLY BE MIS p�AILS US
PAINTED ON SOLAR SHIELD.
� RRUS-32 DETAIL I I L
S-0 60ALE: N.T.S. SHEET NUMBER
�RU MOUNTING DETAILMOUNTING DETAIL c w
5-0 SCALE: N.T.S. S-E"!
M
N
I
i
c
0
c
E
0
U
O
PROPOSED AT&T AWS RRH
(TYP. OF 1 PER SECTOR)
PROPOSED RAYCAP FIBER PROPOSED LTE EXISDNG GROUND BAR
AND DC DISTRIBUTION UNIT PANEL ANTENNA -
REV
DATE
DESCRIPTION
A
05/11/16
PREUWNARY CD'S. REV A
B
OS/2D/16
REV -B'
0
M/31/1C
ISSUED REV '0'
1
2
3
4
5
6
B
USA PROJECT NO.: 02160005-14
RRAWN. BY:
CHECIOD EY:
CS
KN10
° ° at&t
° 00
0 0 0 0
0
NOTES- ® 0 0 0 0 0 2001 NW 64TH STREET
1. CONTRACTOR SHALL REFER TO AT&T GROUNDING 0 0 0 SUITE 100. FLOOR 1
AND BONDING PRACTICE TP-76416. 3/8X 3/- 4 STAINLESS STEEL FT. LAUDERDALE FL 33309
2. PROVIDE WEATHER PROOFING AND GROUNDING KIT TO BOLT WITH 2 FLAT WASHERpp
BOND G POWER CABLE SHIELD TO EXTERNAL HATCH 1 CUT WASHER AND 1 NUT.. . Q S T G C
PLATE GROUND BAR. AWG SOLID BARED TINNED COPPER
3. PROVIDE GROUND CONNECTION FOR DC POWER CABLE #2 CONDUCTOR W/ THERMOWELD
SHIELD TO 'P' BECKON OF CRGB WITHIN SHELTER. (REFER TO AT&T TP-76416) Network Solutions
g2 AWG SOLID BARE 6100 BROKEN SOUND PARKWAY
OR JACKETED TINNED NOM SUITE 6
COPPER CONDUCTOR BOCA RATON FL 33487
1. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS
BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN PREPARED BY:
SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE
CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT.
#2 AWG SOLID 2. GUARANTEE/WARRANTY. GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, ® ENGINEERING
BARE TINNED OR JACKETED SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO 2130 ASHLEY OAKS CIRCLE
COPPER CONDUCTOR THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED WESIEY CH PE 102FL 33544
IMMEDIATELY UPON NOTIFICATION AT NO COST ,TO THE OWNER FOR PERIOD OF (813) 9`0365
WARRANTY. FL.,JqA. 31705
3. ALL TIE WRAPS SHALL BE CUT RUSH WITH APPROVED CUTTING TOOL TO
#2 AWG SOLID REMOVED SHARP EDGES. METALLICx\�\l1���A.
BARE OR JACKETED TINNED z
COPPER CONDUCTOR 4. ELECTRICAL METALLIC TUBING (EMIT) OR RIGID NONMETAWC CONDUIT (I.E., RIGID QQ.. CEifJ'
PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO Q'.' VO SSA e
PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS.
EXISTING GROUND BAR T! 1, , ]� '✓�w:7G
(TYP. PER SECTOR) 5. UOUID-TIGHT FLEXIBLE METALLIC CONDUIT (UOUID-TTTE FLEX) SHALL BE USED
�'4::;, INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBIUTY IS NEEDED.SWE
n ANTENNA GROUNDIN DIAGRAM 6. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, % ATE�O.��o-
E-1 SCALE, N.T.S. DESIGNED TO SWING OPEN DOWNWARD: SHALL BE PANDUIT TYPE E (OR EQUAL);AND RATED NEMA 1 ,C ••.•�G ��• �s ,(Y7 ``
OUTDOORS.
7. EQUIPMENT CABINETS(TERMINAL OR RB%ES INDOORS,
JUNCTON NEMA
%ES, AND P3R (OR ULLBOXES///NAL„ �jC`a�,K\_\i``�
/ s
SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR / MII
5 6 8 EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR
4 BETTER) OUTDOORS. p
9 8 EPDXY-COATED,METAL R NON-CORRODINLE, SWITCH, AND G
; SHALL MEET OR EXCEED BOXES SHALL BE UL1514A AND .TUN 09 2019
KEYNOTE LEGEND: 3 j2 AWG SOW BARE OR NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER DARRYL KROEZ¢, PE
1. SECIOR GROUND BAR (TYP). JACKETED TINNED COPPER (7YP) PROTECTED (WP OR BETTER) OUTDOORS. FL PROFE9510NAL EN6INEERLIC W 53092
2. COUECIOR GROUND BAR
& NEW AMEWLL 9. NONMETAWC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED
4. SINGLE PAR FIBER & DC POWER. /2 AWG SOW HARE NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER
5. JUMPER CABLE, 1/2- OYP). OR JODNEITD 1KN ED PROTECTED (WP OR BETTER) OUTDOORS.
6. PIPE MOUNT. COPPER (TYP) 1
7. DC POWER & FIBER 70 RAYCAP U1D'. - 10. CONTRACTOR SHALL REFER TO AT&T GROUNDING AND BONDING PRACTICE _ FP33
& REMOTE RADIO READ (RRH) (IF APPLICABLE). , TP-76416• FA #IOOSOt{(1Z
9. DC6 RAYCAP SURGE SUPPRESSOR F APPLICABLE). 2 12 AWG SOW 844E
OR JAbaTED TERMED 2651 MINUTE MAID ROAD
COPPER (TYP)
[Ppj] Ff. PIERCE, FL 34945
SHEEP OESCNF110N
1. UDUK EDOSTING AT&T GROUND BARS AND GROUNDING.
2 ADD GROUND BARS IF THEE ARE INSUFFICIENT WO POSITIONS ELECTRICAL
3. RUIRENCE AT&T BONDING & GROUNDING PRACTICE 7P76416. DETAILS
ANTENNA GROUNDING SCHEMATIC n GROUND BAR DETAIL SHEET NUMB?
E-t SCALE, N.T.S. SCALE: N.T.S.
E-1